UCLA Civil and Environmental Engineering
Parent: UCLA
eScholarship stats: Breakdown by Item for May through August, 2024
| Item | Title | Total requests | Download | View-only | %Dnld |
|---|---|---|---|---|---|
| 0fz7h64j | Estimating Undrained Strength of Clays from Direct Shear Testing at Fast Displacement Rates | 309 | 45 | 264 | 14.6% |
| 1x6139kd | Recommendations on best available science for the United States National Seismic Hazard Model | 172 | 34 | 138 | 19.8% |
| 3527w1wb | Preliminary observations in support of the development of an ergodic site response model in California conditioned on Vs30 and HVSR Parameters | 154 | 98 | 56 | 63.6% |
| 36t9s0mp | Factors and Processes Affecting Delta Levee System Vulnerability | 140 | 27 | 113 | 19.3% |
| 2pf5n7vp | February 6, 2023 Türkiye Earthquakes: Ground Motions | 135 | 27 | 108 | 20.0% |
| 70n5p7mc | Reverse osmosis membrane biofouling: causes, consequences and countermeasures | 134 | 35 | 99 | 26.1% |
| 7zq911jz | A general method to synthesize and sinter bulk ceramics in seconds | 124 | 109 | 15 | 87.9% |
| 91z0j94c | Calcination-free production of calcium hydroxide at sub-boiling temperatures | 117 | 36 | 81 | 30.8% |
| 1gz7c50w | Prediction equations for significant duration of earthquake ground motions considering site and near-source effects | 112 | 38 | 74 | 33.9% |
| 1qm5j970 | A screen analysis procedure for seismic slope stability | 112 | 54 | 58 | 48.2% |
| 8bj493bc | Settlements and excess pore pressure generation in peaty soils under embankments during cyclic loading | 112 | 39 | 73 | 34.8% |
| 9731j6bz | Reliability of low frequency mHVSR ordinates | 112 | 33 | 79 | 29.5% |
| 9tw6k14c | User-interaction with a web-served global ground motion relational database | 111 | 44 | 67 | 39.6% |
| 5ch0f8mg | Full Scale Cyclic Testing of Foundation Support Systems for Highway Bridges. Part II: Abutment Backwalls | 108 | 70 | 38 | 64.8% |
| 5fc796tk | A Constitutive Model Controlling Damping for 2D and 3D Site Response | 108 | 32 | 76 | 29.6% |
| 3037q1t6 | Nonlinear Site Amplification as Function of 30m Shear Wave Velocity | 101 | 61 | 40 | 60.4% |
| 7db3d49z | Nonlinear seismic ground response analysis: code usage protocols and verification against vertical array data | 101 | 85 | 16 | 84.2% |
| 48t8k8cd | Subsurface Characterization at Ground Failure Sites in Adapazari, Turkey | 99 | 68 | 31 | 68.7% |
| 6f7990md | Empirical site response of Mexico City through regionalization of global subduction GMMs | 99 | 50 | 49 | 50.5% |
| 2h54r2tk | Application of Non-Ergodic Site Response for High Velocity Contrast Sites in the San Francisco Bay Area | 97 | 63 | 34 | 64.9% |
| 0r59p7bk | Site response in NEHRP Provisions and NGA models | 96 | 62 | 34 | 64.6% |
| 9t09660m | Seismic soil-structure interaction in buildings. I: Analytical aspects | 96 | 79 | 17 | 82.3% |
| 5w9864xb | Fracture Toughness of Silicate Glasses: Insights from Molecular Dynamics Simulations | 92 | 21 | 71 | 22.8% |
| 0cx1452c | Variations between foundation-level and free-field earthquake ground motions | 90 | 35 | 55 | 38.9% |
| 5r53b2ht | Author Correction: A critical review of point-of-use drinking water treatment in the United States | 90 | 29 | 61 | 32.2% |
| 20q0x2hf | Relative contributions of different sources of epistemic uncertainty on seismic hazard in California | 88 | 49 | 39 | 55.7% |
| 33r8887m | Laboratory Component of Next-Generation Liquefaction Project Database | 88 | 21 | 67 | 23.9% |
| 7c5870pf | A general framework for modeling subregional path effects | 87 | 28 | 59 | 32.2% |
| 8fm3h6rj | Probabilistic Seismic Hazard Analysis for a Dam Site in Calabria (Southern Italy) | 84 | 46 | 38 | 54.8% |
| 8gv2j7dr | Updated ground motion spectral matching requirements in the 2015 NEHRP recommended seismic provisions | 84 | 56 | 28 | 66.7% |
| 2bx8311x | Unsupervised machine learning for detecting soil layer boundaries from cone penetration test data | 76 | 43 | 33 | 56.6% |
| 7c82q4gf | DesignSafe: New Cyberinfrastructure for Natural Hazards Engineering | 75 | 55 | 20 | 73.3% |
| 4580n511 | Performance of NGA-East GMMs and Site Amplification Models Relative to CENA Ground Motions | 74 | 5 | 69 | 6.8% |
| 0vz1x69b | A maching learning-based analysis of liquefaction input factors using the Next Generation Liquefaction database | 71 | 25 | 46 | 35.2% |
| 3bn528xc | NGA-SUB GROUND MOTION DATABASE | 71 | 24 | 47 | 33.8% |
| 49g807wz | Supplementing Shear Wave Velocity Profile Database with Microtremor-Based H/V Spectral Ratios | 71 | 37 | 34 | 52.1% |
| 5427j7f3 | Applications of non-ergodic site response in ground motion modeling | 71 | 17 | 54 | 23.9% |
| 08z716m3 | Developing Highway Capacity Manual Capacity Adjustment Factors for Connected and Automated Traffic on Roundabouts | 68 | 43 | 25 | 63.2% |
| 8092q930 | UV exposure to PET microplastics increases their downward mobility in stormwater biofilters undergoing freeze–thaw cycles | 67 | 48 | 19 | 71.6% |
| 1hc2543n | Radiation Damping of Shallow Foundations on Nonlinear Soil Medium | 66 | 10 | 56 | 15.2% |
| 2g385542 | Mineral Scale Prevention on Electrically Conducting Membrane Distillation Membranes Using Induced Electrophoretic Mixing | 66 | 48 | 18 | 72.7% |
| 0wh3q8jh | iConsol.js: JavaScript Implicit Finite-Difference Code for Nonlinear Consolidation and Secondary Compression | 65 | 36 | 29 | 55.4% |
| 0978b3dr | Framework for Regional Earthquake-Induced Landslide Assessment using a Data-Informed Probabilistic Approach | 64 | 40 | 24 | 62.5% |
| 1td7368m | Analysis of foundation damping from theoretical models and forced vibration testing | 64 | 52 | 12 | 81.3% |
| 3j47t3wr | Unloading-reloading rule for nonlinear site response analysis | 64 | 42 | 22 | 65.6% |
| 4qd93847 | Effectiveness of 1D ground response analyses at predicting site response at California vertical array sites | 64 | 26 | 38 | 40.6% |
| 12f5332m | Use of Exact Solutions of Wave Propagation Problems to Guide Implementation of Nonlinear Seismic Ground Response Analysis Procedures | 63 | 39 | 24 | 61.9% |
| 24w4q3jx | Rocking Response of Free-Standing Blocks Under Cycloidal Pulses | 63 | 38 | 25 | 60.3% |
| 2xx7z0g4 | Techno-Economic Analysis of Solid Oxide Fuel Cell-Gas Turbine Hybrid Systems for Stationary Power Applications Using Renewable Hydrogen | 63 | 45 | 18 | 71.4% |
| 8xx7w310 | Failure of Tapo Canyon Tailings Dam | 62 | 24 | 38 | 38.7% |
Disclaimer: due to the evolving nature of the web traffic we receive and the methods we use to collate it, the data presented here should be considered approximate and subject to revision.